Looking for 60mph winds tomorrow, rain and snow; getting field work done today. The space stuff isn't going to mess with us, we will be inside.

I don't think AI is intelligent. The mistakes that pop up when it's activated leave me wondering if it's more of a troll generator than anything else.

The problem I've run into with these "plans" are the violations of ADA and other codes and requirements. Be careful taking on re-design of these pictu...

Landscape Architects. Also Know As: hand it to the surveyor to be fixed

@summerprophet An important issue to consider with ROW's from the early 1900's era and before is the basis of bearings which may not be stated but ...

I haven't spent time looking at this thread, but I took a quick look at the diagram, it's clear that the issue is with point 3102. You don't need an a...

There is a township corner. In 1979 I went with a helper and set a brass cap for it. Then in the mid 1990's we had a boundary and located it again. It...

GPS is changing my expectations. We keep returning to old monuments and seeing 1cm or less. We check DOT control and see 1/2cm or less. We are also fi...

Here's where I got mine: I have the LUKA and pair it with Trimble base. I don't know anything much about their software as I download it into TBC...

PC located the E1/4, the N1/16 on the east Section, and the CN1/16. The E1/4 was .02' from the calculated position using new tweaked 2011 coordinates,...

A long time ago we would pick a NGS monument to fix with state plane then create a scale factor between it and the nearest NGS monument that would cor...

Yes, they multiply grid coordinates by the project scale factor to produce surface coordinates. These of course aren't calculated for each point, a pr...

Standard findings for every retracement of an old deed. If I find one without gaps created by only the metes, it will be the first one.  

Those plats are from 1982 and earlier. There isn't any chance they would have an NAD83 coordinate shown. If they did show a coordinate it would be an ...

The way to do it is thus: Go to the field and survey the points with either instruments tied to a known Geographic point or with GPS. If you want to...

The coordinate calculation sheet was from 1968. The survey plat is 1996. Are you wanting to use NAD27 coordinate values?